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Home My WebLink About20150221 Ver 1_Application_20150225V � ti� �� b�' � �� .Q�..�. ��od�� FEB 2 0 2015 DENR•WATERRESOURCES TRpN$PORTATION PERMITTIN6 UNff STAT� or NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Pa[rick Lloyd McCrory GOVGRNOR February 12, 2015 U.S. Army Corps of Engineers Regulafory Field Office 2407 W.Sth St. Washingtoq NC 27889 Attention: Tracey Wheeler Anthony J. "Cata SGCRETARY S�bject: Request Por a NW Pennit 3 and 401 Certificatiou Cor the replaccment of Bridge #21 over Knobbs Creek ou SR 1332 (Creel< Road) in Pasquotank Couuty. W BS # 42300.1.1 The North Carolina Department oP Transportation is requesting the issuance of a Nationwide Penuit 3 and corresponding 401 Water Quality Certification for the replacement of Bridge #21 in Pasquotank County. The bridge is located on SR 1332 approxima[ely L12 miles north of the intersectiou of SR 1309 and spans I<nobbs Creek. The strcam is classified by NCDWR as class C; Sw waters. Bridge it21 has a 2-span coucrete deck on timber caps & timber piles; OAL = 34'. This structure will be removed using NCDOT's guidelines for bridge removal. The proposed bridge will be replaced on its existing alignment. The new bridge structure will be a 2-spau 18" box beam bridge; 60' long by 33' wide. Jurisdictional wetland impacts have been ntinimized with extensive sheet piling on roadway fills, resulting in 0.03 acres of pennanent wetland impac[s. An off-site detour will be utilized during construction. This bridgc is following the Low Impact Bridge Process established by PHWA, NCDOT, and Regulatory Agencies. Included with tl�is letter are the location map, permit drawings, and Low Lnpact Data Sheet. If you have questions please call me at (252) 482-1876. CC: GarcyWard,NCDWR Rob Ridings, NCDWR Sinccrely, Jerry Jennings, P.E. Clay Willis �"'" " Division One E��omnental Officer Attachment G: Low/Minimal Impact Brid e Pro'ect Data Sheet TIP NO B-5139 WBS 42300.1.1 County Pas uotank Bridge Number 690027 Description ON SR 1332 CREEK RD OVER KNOBBS CREEK Basin PASQUOTANK BASIN - 8•DIGIT HUC 03010205 Classification C;Sw Stream SIN DWQ INDEX 30•3•8 KNOBBS CREEK Type WARMIINLAND Size 40' WIDE; 5' DEEP TYPB 2 SPAN (2@17') CONCRETE DECK ON TIMBER PILES Existing Structure (BUILT 7957 Size 34 FEET LONG X 26 FEET IN WIDE Suff. Rating 5 Proposed Structure TYpe 2 SPAN 18" CORED SLABS 1 25', 1 35' Size 60' LONG x 33' WIDE 2 SPAN Stream USACE Impacts (LF) 0 Non 404 Impacts (LP) N/A USACE Impacts (AC) 0.03 Wetlands Non 404 lmpacts (AC) NIA CAMA Impacts (AC) NIA NC DWQ Buffers Impacts (SF) NIA Buffer Application Required (>40 ft) (YIN) N/A NC DWQ StormWater Permit Required (YIN) Permit Required (YIN) NO Habitat (y/n) NO T&E Species Present NO HABITAT PRESENT Bio Conclusion NO EFFECT Moratorium TyPe ANADROMOUS FISH Dates Februa 15-JUNE15 NativelHatchery NIA Trout Waters Trout Species Present NIA Trout Conditions (YIN) NIA WRC Reviewer NIA CAMA AECs PUBLIC TRUST Essential Fish Habitat (y/n) NO Nav. Opening 30' WIDE X 1.5' TALL USCG Permit NONE Historic Properties NO FURTHER SURVEY REQUIRED Archaeological Resources NO FURTHER SURVEY REQUIRED Tribal Lands NONE 4(� Resources NONE 6(� [LWCF] Resources NONE Wild and Scenic River NONE Forest Service Lands NONE NA Area NONE FEMA Buyout NIA FEMA Flood Study ZONE AE USTs Haz Mats NONE Relocatees NONE LAT 36.3238° Location LONG -76.2441° Project Comments Completed by: Leatl Engineer: ua[e: Bridge Replacement #21 on SR 1332/Creek Road Knobbs Creek Pasquotank County Quad Name Elizabeth City 0 0.5 1 2 Miles I i i � I i i i I I I � M � � � l� U W O � � h l� U �C � C� O V See 5(�et 1-A For Index o( SY.�ets See Sheel I$ For Cornenfional Symbols THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE GRAPHIC SCALES 50 25 0 50 �1�11��' PLANS `I�11� I = PROFILE (HORIZONTAL) �I�II��i DESIGN DATA ADT 2012 = 1700 ADT 2034 = 3260 DHV = 10% D = 60% T = �ro� V = 35 MPH ` TTST=2% DUAL=S% FUNC CLASS=COLLECTOR SUBREGIONAL TIER <�'C;'�'C'[; lJ[� :`;�>_[Z"C'[I t�;�I�OL,I��.1 D[�".[�_L��.`, 0_[' f:[[(1[[��,�1�,5 PASQUOTAI�K COUI�TY 1.�'. n6-5139 1 42300.1] �PE oN LOCAT701V: BRIDGE tV0 21 OVER KI�OBBS CREEK Ol� SR 1332 (CREEK RD.) TYPE OF WORK: GRADING, DRAZIVAGE, SHEET PILING A1VD STRUCTURE WETLAND II� PROfECT LENGIF7 SURFACE WATER IMPACTS PERMIT .a ,� �ne oA��e o,: � -° ' ENGINEEPING LENGTH ROADWAY TIP PROJECT B-5139 = 0.073 MILES -u� sra�u:ixu svero-icanoss LENGTH STRUCTURE TIP PROJECT B-5139 = 0.012 MILES �GHT OF IVAY DATE: EDWARD G. WETHERILL PE TOTAL LENGTH TIP PROJECT B-5739 = 0.085 MILES rxoiccr r..vcizcEn LETTING DATE: I BOB A. MAY. PE ('RO]6Gi LLS(G.\' /i.\'G/.VE£.F NCDOT CONTACT: IOHN S. ABEL 1R __ D/1/SIU.\' )UFII)GF /'ROGRAII .IU\':I4LH PERMIT DRAWING SHEET 1 OF 4 O1262015 ��`�°,1 aP° ��a��D r�� 2 0 2015 DENR-WqTER RESOURCES 7RANSPORTATION PERMITTING UNIT fi]'ORAULICS ENGLVAF.R ROAUI{qy DSSIf.N lNGINEliR PRELIMINARY PLANS 0 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 400 DESIGN FREQUENCY = 2 DESIGN HW ELEVATION = l.8 BASE DISCHARGE = 2.165 BASE FREQUENCY = l00 BASE HW ELEVATION = 4.77 OVERTOPPING DISCHARGE = 255 OVERTOPPING FREQUENCY= 2— OVERTOPPING ELEVATION = l.2 CFS YRS FT CFS YRS FT CFS YRS FT WETLAND/SURFACE WATER PERMIT DWG. NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) KNOBBS CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) NO DECK DRAINS OVER SURFACE WATERS TEMP. PERM. DATE OF SURVEY = 7/23/2014 HAND HAND CLEARING CLEARING W.S.ELEVATION - 0.6' FT �A�.) (A�� AT DATE OF SURVEY o.00 o.00 0' 25' S0' 75' 100' F F GRAPHIC SCALE � 90 ,r,� e,T C,D / �9 � �o � PERM FILL IN ETLAN[ �nc) EXCAV.IN TEMP. CHANNEL NETLANDS SW IMPACTS (A�) IMPACTS PERM IA�) (fr ) 0.00 0.00 0.00 FTZ)I I I DENOTES FILL IN WETLAND �g+00 FILL IN WETLANDS BEGIN SBG � 18+87 LT � � � w- �- _ _ _ -�iM-- �-„- -- - F -_ - --- - I-�DP�_- � = - - -- -� - � � - - � --F F F ��- ��- . - -- BEGIN SHEET PILING / � -L- STA. 17 + 75.00 WOODS� �� ,- - _. , __ , _ ,, -� s � 0 I� �! XIS f jN� R/W � FILL IN WETLANDS W00� EXISTING BRIDGE 2@17' REINFORCED CONCRETE ON TIMBER JOISTS PROPOSED BRIDGE 1@25'; 1@35' 18" CORED SLABS 2'-b" DEEP CAP SKEW = 90 '��/i \� , �'s . � �� _� =� / . �� , � �\�� Q �� O PERMIT DRAWING SHEET 2 OF 4 oa�oaizois �� 559 Jo�es Franklin Rd.Suite 164 Raleigh, N.C. D606 _ � .WETHERILL Lis�e�se No. F-oan -==� �� ENGINEERING B�s: 9t9 est eon — Fon: 919 B51 810] _ , . - _.. --- - -- ------_ ' '------� . -- -- TRPNSPORTNION PLPNN/NG/OESIGN - BRIOGE/STRUC711RE DESIGN CNIL/5/7E OESICN - GIS/GPS - CONSTRUCrION OBSEINATION �=2ok�� / i � �-1 iN -' i / �- F'�% %/ .;�:'-i d� i/ � �� FILL IN WETLANDS 0 � � WOODS END SHEET PILING -L- STA. 20+25.00 BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE = 400 DESIGN FREQUENCY = 2 DESIGN HW ELEVATION = l.8 BASE DISCHARGE = 2.165 BASE FREOUENCY = l00 BASE HW ELEVATION = 4.77 OVERTOPPING DISCHARGE = 255 OVERTOPP/NG FREQUENCY= 2— OVERTOPPING ELEVATION = l.2 CFS YRS FT CFS YRS FT CFS YRS FT WETLAND/SURFACE WATER PERMIT DWG. NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) KNOBBS CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) NO DECK DRAINS OVER SURFACE WATERS TEMP. PERM. DATE OF SURVEY = 7/23/2014 HAND HAND CLEARING CLEARING W.S. ELEVATION - 0.6' FT �A�.� (A�) AT DATE OF SURVEY 0.00 0.00 0' 25' S0' 75' 100' F F GRAPHIC SCALE � 90 y� �,P C,D / 2q a �o � is+oq BEGIN SBG\ 18+87 LT PERM EXCAV.IN ETLANDS WETLAND! I%+�) �A`� TEMP. CHANNEL SW IMPACTS IMPACTS PERM (Ac) (ft.) 0.03 0.00 0.00 0.00 00 FTZ) DENOTES FILL IN WETLAND �' FItL IN WETLANDS � - .// � - �- _ � �� - - -- �- __ � -- . - --�-- --- - - - -- - -- _— — - _ __ -- — � _- P _— - -- - _ I-lD - - -- �-iM �� __ 8 _ _ ------. __ _ — F _ �_��- _ - _ -� � � � .- -,-_ � _ .-,- - BEGIN SHEET PILING -L- STA. 17 + 75.00 . F __. =— _ -�� -��_-----= - � EXISTING BRIDGE 2@17' REINFORCED CONCRETE ON TIMBER JOISTS PROPOSED BRIDGE 1@25'; 1@35' 18" CORED SLABS 2'-6" DEEP CAP SKEW = 90 �� \� . �s WOODS�i I/ �� \y / \ _ � �� .-, � , �, _�� rn � 0 0 ��_ p"'_= -- � FILL IN WETLANDS W00� F � / ' �/ � � � i i �� '� ° ��P n� \\ � �� PERMIT DRAWING SHEET 3 OF 4 oz�oa2o�s �i�� 559 lones Fmnklin Rd. Suim 16d , � Raleigh, N.0 ]]606 _ � .-�- � ETHERILL ��=e�se No. F-oan --=-�_'`�% ENGINEERING a�s: 9t9 fls son _.-__—_-__.— -_..-_. Pox�. 919 851 810] TRPNSPORTATION PLMlN/NG/DESIGN - BRIOGE/STRUCTURE OES/GN CNIL/SITE 0£5/GN - GIS/CPS - CONSrRUCf/ON OBSER✓ATION k�� / �i�� / �i� _/ / i/ �-F ,;� '�'�p� •'/ ��'_ o� j• ; �i FILL IN WETLANDS % ��;"; �"�\ � , � --- - � � `� / � WOODS / � ��/ END SHEET PILING � -L- STA. 20+25.00 � z� W, u m�' 10 --p------- � t —� � —2 0 —30 Pl = I7+50A0 EL = 2J6' VC = l00' K=123 I/�5 = 35 MPH Pl = 18t60.00 EL = 3.49' VC = l00' K = /22 1/nFS = 35 Mf �: _—_--- -L- STAl9f4950 l8' CORED SLAB 1�25'.1�35' SKEW = 90' � +�o.,syz4 — ,_ I � I �/ i i � Pl = 20t20.00 EL = 4J2' VC = l00' K=96 ��S = 35 MPH — Pl = 2/t/OAO EL = 353' VC = 80' K = 226 I/�S = 35 MPH f- WS 0.6' (7232014) SHEET PILING C7 i� ENGINEER ENGINFER INCOMPL B PLANS e wa n �rnoi�nos PRBLIMIN RY PLANE W NOT V88 Po NN9IAVClION PERMIT DRAWING SHEET 4A OF 4 oa�ovzois � � -------o -- —�� —2 0 —30 { ^ f i....,.. �_. �q . � , � �r ' ( _ �. n� . � � >�, � �- r..�.� � s = � f � � � 1 � '� E � � � � i � � z ..',� - ..,, � . � ._._.�,.. � � � � � � I � �� I � � �� —40 —40 16 17 18 19 20 21 22